《水工建筑物》课程设计之前进水闸设计

《水工建筑物》课程设计之前进水闸设计

ID:10271071

大小:1.28 MB

页数:35页

时间:2018-06-14

《水工建筑物》课程设计之前进水闸设计_第1页
《水工建筑物》课程设计之前进水闸设计_第2页
《水工建筑物》课程设计之前进水闸设计_第3页
《水工建筑物》课程设计之前进水闸设计_第4页
《水工建筑物》课程设计之前进水闸设计_第5页
资源描述:

《《水工建筑物》课程设计之前进水闸设计》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库

1、《水工建筑物》课程课程设计前进闸初步设计学号:0803105028专业:水利水电工程姓名:封苏衡指导教师:潘起来老师--34--2011年12月19日目录第一章设计资料和枢纽设计······························41.设计资料·············································42.枢纽设计·············································5第二章闸孔设计·········································71.闸室结构设

2、计··········································72.确定闸门孔口尺寸······································7--34--第三章消能防冲设计······································111.消力池设计············································112.海漫的设计············································133.防冲槽的设计··················

3、························14第四章地下轮廓设计······································151.地下轮廓布置形式······································152.闸底板设计············································153.铺盖设--34--计··············································164.侧向防渗····································

4、··········165.排水止水设计··········································17第五章渗流计算··········································191.设计洪水位情况········································192.校核洪水位情况········································23第六章闸室结构布置····································241.闸室的底板--34--···

5、········································242.闸墩的尺寸···········································243.胸墙结构布置·········································244.闸门和闸墩的布置·····································245.工作桥和交通桥及检修便桥·····························256.闸室分缝布置·································

6、········26第七章闸室稳定计算····································271.确定荷载组合·········································27--34--2.闸室抗滑稳定计算和闸基应力验算·······················27第八章上下游连接建筑物································311. 上游连接建筑物·······································312.下游连接建筑物···················

7、···················31参考文献··············································31--34--第一章设计资料和枢纽设计1、设计资料1.1工程概况前进闸建在前进镇以北的团结渠上是一个节制闸。本工程等别为Ⅲ等,水闸按3级建筑物设计。该闸有如下的作用:(1)防洪。当胜利河水位较高时,关闸挡水,以防止胜利河的高水入侵团结渠下游两岸的底田,保护下游的农田和村镇。(2)灌溉。灌溉期引胜利河水北调,以灌溉团结渠两岸的农田。(3)引水冲淤。在枯水季节。引水北上至下游红星港,以冲淤保港。1.2规划数据(1)团

8、结渠为人工渠,其断面尺寸如图1所示。渠底高程为2194.5m,底宽50m,两岸边

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。